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HomeMy WebLinkAboutEVALUATION REPORT�I I KINITY ERD SCANNED BY EVALUATION REPORT St. Lucie County Tarco Roofing One Information Way, Suite 225 Little Rock, AR 72202 (254)913-7750 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization N9503 353 Christian Street, Unit 13 Oxford, CT 06478 (203) 262-9245 Evaluation Report Date of Issuance: Revision 3:10/02/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION* LeakBartier0 EasyStick al Modified Bitumen Roo stems� LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation. Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TRINrryIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEc iON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 3-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Thefaclmil'ie seal appearing was authorized by Robert Nkminen, P.E. on 10102/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. \ TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing, Sub -Category: Modified Bitumen Roof Systems Compliance Statement: LeakBarrier® EasyStickm Modified Bitumen Roof Systems, as produced by Tarco Roofing, have demonstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.10.2 Physical Properties ASTM D226 2009 1507.10.2 Physical Properties ASTM D4601 2012 1507.11.2 Physical Properties ASTM D6163 2008 1507.11.2 Physical Properties ASTM D6164 2011 3. REFERENCES: Enti Examination Reference Date PRI (TST5878) Physical Properties TOT-041-02-01 05/24/2006 ERD (TST6049) Wind - FM447014474 TAR-SC7960.01.16 01/31/2016 ERD (TST6049) Wind -. FM4470/4474 TAR-SC5670.03.16 03/21/2016 ERD (TST6049) Wind - FM4470/4474 T6460.06.07-R2 05/26/2017 ERD (TST6049) Physical Properties T6470.08.07-R2 06/02/2017 UL (QUA1743) Quality Assurance Service Confirmation Exp. 06/28/2020 4. PRODUCT DESCRIPTION: This Evaluation Report covers LeakBarrier® EasyStickTM Modified Bitumen Roof Systems installed in accordance with Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following products make up the subject systems. TABLE 1: ROLL -GOODS FOR LEAKBARRIER®.EASYSnckm MODIFIED' BITUMEN ROOF SYSTEMS , .. Type Product Specification Reference Type Grade Base Sheets: LeakBarrier® EasyLaym ASTM D226 II N/A LeakBarrier® EasyNailBase'"" ASTM D4 (published) II N/A Smooth Surfaced Membranes: LeakBarrier® EasyBase' ASTM D6163 'I S Granule Surfaced Membranes: LeakBarrier® EasyStick" ASTM D6164. I G Exterior Research and Design, U.C. Evaluation Report T39820.12.11-R3 Certlflcate ofAuthcrizatlon 09503 6r"EDITION (2o17)FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier° EasyStick Modified Bitumen Roof Systems Revision 3: 10/02/2017 Page 2 of 4 -,I I KINITY ERD S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert.Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification does not form part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For,steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4unless the .exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations, the existing roof shall be examined in accordance with FBC-1511. 5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.16.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational, analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI Fx-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing.deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. if anysurfaceconditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through fielduplift testing in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with AN51/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report T39820.12.11-R3 Cerolrcate of quthodzation#9503 61X EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3: 10/02/2017 Page 3 of 4 \, TRINITY ERD 6. INSTALLATION: 6.1 EasyStickm Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C._ Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories —QUA1743; (414) 248-6409; Karen.buchmann@us.ul.com - THE THREE (3) PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report T39820,12. Certificate of)lWorkation M03 6'"EDITION (2017)FBC NON-HVH2 EVALUATION ,FL94970M LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3: 10/02 2017 Page 4 of 4 VT-RINITYIERD APPENDIX I: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New, Reroof (Tear -Off) or Recover C Mach. Attached Insulation, Bonded Roof Cover 2 1B Wood New, Reroof (Tear -Off) or Recover D Insulated, Mach. Attached Base Sheet, Bonded Roof Cover 2 IC-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mach. Attached Base Sheet (nails), Bonded Roof Cover 2 1C-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 3 1D Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 3 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length forthe following engagements: ➢ Wood Deck: OMG 412 or k14 HD with OMG 3 In. Galvalume Steel Plate (non -ribbed) or Tru-Fast,DP or HD with Trufast 3" Metal Insulation Plates. Minimum'/. -Inch plywood penetration or minimum 1-inch wood plank embedment. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G2G- 3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. S. For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 6. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the. minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Stanard TAS 105. 7. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on Its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 8. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report T39820.12.11-R3f rF 7-RS Certificate of Authorization #9503 6'y EDITION (2017) FBC NON-HVHZ EVALUATION Revision 3: 10/02/2017 Prepared by: Robert Nieminen, PE-59166 LeakBarrier° EasyStick- Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 1 of 3 VTRINITYIERD TABLE 1A: WOOD DECKS-- NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C; MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Top Insulation layer _ Roof Cover MDP No. Deck (Note 1) Base Insulation Layer (Psf) Type Fasteners Attach Base Ply Ply Cap W-1' Min. 15/32" plywood (Optional) One or more layers, Min. 3/8-Inch SECUROCK Gypsum- Note 2 1 per 1 ft a EasyBase (Optional) EasyBase EasyStick Plus -52.5 at max. 24" spans any combination; loose laid Fiber Roof Board W 2 Min. 15/32" plywood (Optional) One or more layers, Min. 2-inch ACFoam II, EnergyGuard Polyiso, ENRGY 3, H-Shield, 150 95* Note 2 1 per 1 fe EasyBase (Optional) EasyBase EasyStick Plus -82.5 at max. 2e spans any combination, loose laid GL or Multi -Max FA3 TABLE.IB: WOOD DECKS -NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer Base Sheet Roof Cover MDP No. Deck (Nate 1) Type Attach Type Fasteners Attach Base Ply Cap (psi) W-3. Min. 15/32" plywood Any type, thickness or Loose laid Earylay Note 2 10-inch o.c. in the min. 4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus -60.0 at max. 24' spans combination in two (2), equally spaced, staggered center rows EasyBase W 4 Min. 15/32" plywood Any type, thickness or Loose laid EaryLay Note 2 B-inch o.c. in the min. 4-inch lap and B-inch o.c. in One or two plies, EasyStick Plus -135.0 at max. 24" spans combination four (4), equally spaced, staggered center rows EasyBase W 5 Min. 15/32" plywood Any type, thickness or Loose laid EasyNailBase Note 2 6-Inch o.c. In the min. 4-Inch lap and 6-inch o.c. In One or two plies, �asy5tick Plus -135.0 at max. 24" spans combination four (4), equally spaced, staggered center rows EasyBase TABLE IC-1: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E; NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nails), BONDED ROOF COVER _ System Base Sheet Roof Cover MDP Deck (Note 1) No. Type Fasteners Attach Base Ply Cap (Psi) W-6' Min. 19/32" plywood EaryLay 12 ga. annular ring shank nails and min. 32 ga.,1-5/8" 7-inch o.c. in the 4-Inch lap and 7-inch o.c. in three One or two plies, EasyStick Plus -60.0 at max. 24" spans diameter tin -caps. (Ref: FBC 1517.5) (3), equally spaced, staggered center rows EasyBase -7. Min SI32',pfllivo3d Easy ey:� Sj pitti a MA)0(Cap Faste`ne`f,''.tL� B Intp-o:rlrLahe nrht i c lap and 8;incho.c r Oneurt mptl s, EasyBase Eas SYtc lus -82: at .spa �->y-�-_ p -- our ;gq_ally5paceastagg Brent@rr-, ow; .x W-8. Min. 15/32" plywood EaryLay 12 ga. annular ring shank nails and min. 32 ga.,1-5/8' 4-Inch o.c. in the 4-inch lap and 4-inch o.c. in four One or two plies, EasyStick Plus -120.0 at max. 24"spans diameter tin -caps. (Ref: FBC 1517.5) (4), equally spaced, staggered center rows EasyBase W-9' Min. Min. 15/32" plywood EaryNailBase 12 ga. annular ring shank nails and min. 32 ga., 1-5/8" 4-inch o.c. in the 4-inch lap and 4-inch o.c. in five One octavo plies, EasyStick Plus -120.0 24" spans diameter tin -caps. (Ref: FBC 1517.5) (5), equally spaced, staggered center rows EasyBase Exterior Research and Design, U.C. d/b/a Trinity ERD Evaluation Report T39820.12.11-R3f rFL9487-RS Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 3:10 02/20I IIIIf Prepared by: Robert Nieminen, PE-59166 LeakBarrier° EasyStick- Modified Bitumen Roof Systems; (254) 913.7750 Appendix 1, Page 2 of 3 �! TRINITY ERD TABLE SC-2: WOOD DECKS— NEW CONSTRUCTION, REROOF,(Tear-Off) or RECOVER 'SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (screws.& plates), BONDED ROOF COVER - System Base Sheet Roof Cover MDP Deck (Note 1) No. Type Fasteners Attach Base Ply Cap (PsQ W-10. Min. 15/32" plywood EaryLay Note 2 10-inch o.c, in the min. 4-inch lap and 10-inch o.c. in two (2), equally spaced, One or two plies, EasyStick Plus -60.0 at max. 24" spans staggered center rows EasyBase W-IS. Min. 15/32" plywood EasyLay Note 2 8-Inch o.c. In the min. 4-inch lap and 8-inch o.c. in four (4), equally spaced, One or two plies, EasyStick Plus -135.0 at max. 24" spans staggered center rows EasyBase W 12 Min. 15/32" plywood EasyNallBase Note 2 6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4), equally spaced, One or two plies, EasyStick Plus -135.0 at max. 24" spans staggered center rows EasyBase ' TABLE ID:WOODDECKS—,NEWCONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE F:.. BONDED ROOF COVER System Deck (Note 1) Roof Cover MDP No. Type Joint Treatment Base Ply Ply Cap (Psf) W-13. plywood at max.x. 2424" spans at m" None (Optional) EasyBase (Optional) EasyBase EasyStick Plus -75.0 W-14. Min. 15/32"plywood Plywood joints are covered with 4-Inch wide strips of EasyBase, rolled Into (Optional) EasyBase (Optional) EasyBase EasyStick Plus -120.0 at max. 24" spans place to create continuous bond. Exterior Research and Design, I.I.C. d/b/aTrinity I ERD Evaluation Report T39820.12.11-R3 f FL94B7-RS Certificate o)Authorkation #9503 6ry EORION (2017) FBC NON-HVH2 EVALUATION Revision 3: 10/02 2 f Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyStick^' Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 3 of 3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, C EDITION (2017) SCANNED Issued October9, 2018 BY iCounty www.drexmet.com St. Luce RECEIVED Drexel Metals Association of Regional Manufacturers (DM -ARM) APR 88 7019 Architectural Testing, Inc. (QUA1844) ST. Lucie County, Permitting DREXEL METALS, INC. 1234 Gardiner Lane Louisville, KY 40213 (502) 716-7143 Category: .Roofing Subcategory: Metal Roofin . Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entitv Report No. Standard Year Architectural Testing (TST1558) 56840.02-122-18 TAS 100 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776.01-109-44 UL 580 2006 UL1897 2012 AmhBectural Testing (TST1558) 82784.01-109-44 UL 680 2006 UL1897 2012 Architectural Testing (TST1558) 83296.01-109-44 UL 580 2006 UL1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) H3245.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.02-050-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 13391.01-450-44 UL 580 2006 Force Engineering & Testing (TST5328) 178-0054T-12 UL 580 2006 UL1897 2012 Force Engineering & Testing-(TST5328) 178-0055T-12 UL 580 2006 UL 1897 2012 Hurricane Test Laboratory (TST1527) 0287-0209-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0706-07 TAS 125 2003 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 ASTM G 155 2005a TAS 110 2000 PRI Construction Materials Technologies (TST5878) DMC-004-02-01 TAS 125 2003 PRI Construction Materials Technologies (TS75878) DMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-007-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 580 2006 UL 1897 2012 DRX15001.6 F. S:R6 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed heroin. ®CREEK TECHNICAL SERVICES, LLC Enti PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION DREXEL METALS, INC. Metal Roofing Report No. Standard Year DMC-018-02-01 UL 580 2006 UL 1897 2012 DMC-024-02-01 UL 580 2006 UL 1897 2012 DMC-033-02-01.1 UL 580 2006 UL 1897 2012 DMC-037-02-01 UL 580 2006 UL 1897 2012 DMC-037-02-02 UL 580 2006 UL 1897 2012 DMC-038-02-01 UL 580 2006 UL 1897 2012 I) _ C;OUNS Profile: 1 in. snap lock seam; Max.16 in. coverage Description: _ Non-structural, snap lock standing seam roof panel with integral perorated nail strip Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fr, = min. 50 ksi; Shall conform with FBC Section 1507.4.3 16 r DMC 150SL Profile: 1.5 in. snap lock seam; Max. 16 in. coverage Description: Non-structural, snap lock standing seam roof panel Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fermin. 50 ksi; Shall conform with FBC Section 1507.4.3 T- DRX15001.6 FL17678-R6 Page 2 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20�3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality, assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing DMC 15OSS Profile: 1.5 in. mechanical seam; Max. 16 in. coverage Description: Non-structural, mechanical lock standing seam roof panel Material: Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1607.4.3 — r „ all r� ,I -T Material: Min. 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 L 15.r DMC 175S Profile: 1.75 in. snap lock seam; Max. 18 in. coverage Description: Non-structural, snap lock standing seam roof panel Material: _ Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.040-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 20 ksi); Shall conform with FBC Section 1507.4.3 Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy= min_50 ksi; Shall conform with FBC Section 1507.4.3 1 tj" L DMC 200S Profile: 2 in. mechanical seam; Max. 16 in. coverage Description: Non-structural, mechanical lock standing seam roof panel Material: Min. 0.040 in. Fluropon@ coated ASTM B209 aluminum; Fy = min. 20 ksi; Shall conform with FBC Section 1507.4.3 Min. 24 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507A.3 e a I 18. I This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing DMC 450 Profile: 1.5 in. snap lock seam; Max. 16 in. coverage Description: Non-structural, snap lock standing seam roof panel with concealed clip Material: Min. 24 ga. ASTM A792 or ASTM A653; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 16" DMC 5V Profile: 3/8 in.ribs; Min. 21 in., Max. 24 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 26 ga. Fluropon® coated ASTM A792 or ASTM A653 G90 ; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 23 ksi; Shall conform with FBC Section 1507.4.3 21" up to 24' Coverage e DMC Profile: 1/2 in. corrugation; 21 in. coverage Corrugated Description: Non-structural, through fastened roof panel Material: Min. 26 ga. Fluropon® coated ASTM A792 or ASTM A653 G90 ; Fy = min. 40 ksi; Shall conform with FBC Section 1507.4.3 _ Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 19 ksi; Shall conform with FBC Section 1507.4.3 2,_lTg DRX15001.6 FL17678-R6 Page 4 of 5 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC LIMITATIONS DREXEL METALS, INC. Metal Roofing 1. Fire classification is not within the scope of this evaluation. 2. This report is not for use in the HVHZ. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with FBC Section 1511. 6. Installations of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6� Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. P�2018.10.09 .``%,QC'� C No 74021 _ 11:21:46 _041001 %� STATE OF O 41 �'�,< O R I O P Zachary R. Priest, P.E. Florida�`� 21 1 1l Al Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entityinvolved in the approval process of the product. APPENDICES 1) APPENDIX A —installation (12pages) 2) APPENDIX B —Approved Roof Systems (8 pages) 3) APPENDIX C —Design Wind Loads (4 pages) DRX15001.6 FL17678-R6 Page 5 of 5 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC APPROVED ROOF SYSTEMS DREXEL METALS, INC. Metal Roofing APPENDIX B The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1504.9. 2. Refer to UMITATIONs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.33 ksi) Wide Rib Deck (Type WR) conforming to ANSI/SDI-RD1.0 6 FBC. 6. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15/32-inch thick APA Span -Rated plywood .sheathing at maximum 24-inch span. .Roof System Numbers and Definitions 100NS-W# DMC 100NS over Wood Deck New or Existing) 150SL-W# DMC 150SL over Wood Deck New or Existing) 150SS-S# DMC 150SS over Steel Deck New or Existing) 150SS-W# DMC 150SS over Wood Deck New or Existing) 175S-S# DMC 1755 over Steel Deck New or Existing) 175S-W# DMC 175S over Wood Deck new or Existing) 200SS# DMC 200S over Steel Deck New or Existing) 200S-W# DMC 2005 over Wood Deck New or Existing) 450-W# DMC 450 over Wood Deck New or Existing) SV-W# DMC 5V over Wood Deck New or Existing) COR-W# I DMC Corrugated over Wood Deck New or Existing) ' - Approved Systems for DMC 100NS over Wood' Deck (New or Existing) System No. :Deck Fire Barrier Underlayment - Roof Panel Panel Attachment .. - -MDP (Pat) 100NS-W1 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 100NS DMC 100NS Standard attachment -97.5 CDX plywood Versashield Solo Max. 16-inch wide with fastener spaced 10.5 in. o.c. 'DONS.-NF2 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 100NS DMC 100NS Standard attachment CDX plywood Versashield Solo Max. 16-inch wide with fasteners spaced 5.25 in. o.c. 100NS-W3 Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 100NS DMC f00NS Enhanced attachment -135 CDX plywood Versashield Solo Max. 16-inch wide with fasteners spaced 6.25 in. o.c. FL17678-R6 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.